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RAMP TO I 25 NBND over FOUNTAIN CREEK R

Map

Coordinates:
+38.80861, -104.80571
38°48'31" N, 104°48'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP TO I 25 NBND over FOUNTAIN CREEK R
Structure number:I-17-JB
Location:0.8 MI N. OF JCT I25 &
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.0 ft. [39.0 m]
Total length:928.2 ft. [282.9 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,204 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:90.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood1420490.9
September 2014GoodGoodVery GoodGood1420490.9
September 2012GoodGoodVery GoodGood1600090.6
September 2010GoodGoodVery GoodGood1600090.6
August 2008GoodGoodVery GoodGood1600090.6
August 2006GoodGoodVery GoodGood1600090.6
August 2004GoodGoodVery GoodGood1460090.8
July 2002GoodGoodVery GoodGood1460090.8
August 2000GoodGoodVery GoodGood1300091.1
July 1998GoodGoodVery GoodGood1300091.1
August 1996GoodGoodVery GoodGood508092.2
August 1994GoodGoodVery GoodGood500092.2
January 1992GoodGoodVery GoodVery Good500090.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.5,4625,462000
Deck
Reinforced Concrete Decksq. ft.47,1658,16539,00000
Wearing Surfacessq. ft.47,16512,16535,00000
Substructure
Reinforced Concrete Columneach1411300
Reinforced Concrete Abutmentlinear ft.117117000
Reinforced Concrete Pier Caplinear ft.543543000
Joints
Strip Seal Jointlinear ft.47225200
Pourable Jointlinear ft.114114000
Assembly with Sealeach4544100
Bearings
Elastomeric Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1361,136000